HomeMy WebLinkAboutT15N R1W SEC 4 LT 44T15N R1W
Sec 4
Lot 44
#051 - 072 - 41
GARNESS ENGINEERING EE UP, Ltd
ENGINEERING SALES CONSULTING
December 26, 2023
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650
Anchorage, AK 99519-6650
(907) 343-7904
Quanics
Alaska Authorized Dealer
Ref: T15N, R1 W, Section 4, Lot 44 (21325 Bowery Lane, Chugiak, AK)
Memo concerning converting CAT III AWWTS to CAT If AWWTS septic system
To whom it may concern:
The permitted drainfield was installed on the referenced property in 2009 and started up after the
installation. ARM Septic Services. LLC recently checked the monitoring tubes in the drainfields and
found them to be dry. In order to simplify the operation and maintenance of the system, we are
proposing that this unit be permanently configured as a CAT II system Our justifications are as
follows:
The receiving soil has a percolation rate of <1 minute per inch. A 4.0 gpd/sq.ft. application rate
is required for a Cat II system. The residence on this property has a total of 3-bedrooms, so
112.5 sq./ft. of absorption area is required for CAT II effluent (450 gpd / 4.0). The existing
2009 drainfield has 120 sq./ft. of absorption area. In short, the drainfield meets the sizing
requirements for 3-bedrooms. The Inspection Report shows a 4.0 gpd/sq.ft.
At this time, we request that your department approve the removal of the jandy valve actuator and
placement of the/v lve in the open position.
incer;ely,/
Pre
ess, P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering,com
LETTER OF NON-OBJECTION
This letter states that we are athe owners of Lot 45, Section 4, T15N,
R1W, Seward Meridian; and that we have no objection to the issuance of a
waiver for the construction of a wastewater disposal field within ten (10)
feet of our northern property line. We are aware that Anchorage Municipal
Code 15.05.040 requires this separation distance.
N1UNIC;IPALI ]'¥ OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L Stleet. Anchorage, Ah'~ska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
FOUNDATION
~ SEPTIC ~ HOLDING .~----'
TYPE OF SYSTEM ,
~TRENCH ~ BED ~ W. DRAIN ~OTHER ~ /
WELL8 ~'
REMARKS:
2 6 4 -. q '~ 2 '3
I ) ............ E'N [31 N E-']E F~:E]D
L,EIll:~AL. DIL..:L,,:I.t. S:LlJBDiViS![]N:: [',lA I...,t. TT~ Bll_H 44
SE2' 1L-N: 4- 'T'OWN.SHiF': 15N RANE'~E:~ 1W
lllCi'i'~::~'-' :£ ZE:: ..:.::% .SA (S[;h, I:::'"1". OF;; i.:CR,:::.,::)". ,...c:
cerlLify that..-
1. t am f'amiliar' w:iltlh ']_'lhe r'eqtldlr'emen±.~ fop cFi-lsiLe ~ewer'si and well~s as set.
[c:;,rt.h by the) HLU'~:i. cipaliCy of ¢.~nchor"ag~ (IvlOPr) and Lhe'St. aLe
I ~/~J.].l ir'if~ta~].]. 't'..l"~(~. ~:~,yf5'L¢:~xf~ ir~ acc:(Dpclan¢::c~) with all M(]F~ codes and negLtlaL:i.c,r~fs,
ancl J.n c:omp].ianc:6~ wiLh t. he d~s:Lgn c;r'iter':La of' Lh:i. st pepmi(.,,
]: ~4J.:l.] adhf~)v(::) 'Lo ali FIOA and St. at.e) of Alasfl<a v(.eqL.tiremlerv(.s, fop t. hf) f[~(~)'L bac:k
IF:' A [_. :[ l::: 'l- f';!'AIT']ZON :IZS INSlflALLED IN AN AREA COVE:RED BY MOA BUlL.DING CODES,
THEN (I) ¢:'~N EL.EC-FRICAL. F:'Eff:ZHIff f~ND iNSI::'ECT]'C)N MUST BE OBTCd:NED~ (2) AS-BLU:L.TS
PJILLI. !q[J'T BIE ~f:'FIF~E}V[~:D N]Z'lllHOLJ] flUFf E:I.-EC'I'RICf::L. ]JNSPECTI[)N F(EPOF('F; ~ND (3) TIHE
"='"" '"-~ BY ' '- '
1 cXZXlkZ, L l. A I E ~
ATE¢ Associates, Inc.
2049 Cliffside Drive
Anchorage, Alaska 99501
907-277-6938
Municipality of Anchorage
Department of Health and Environmental
Protection
Al-TN: Mr. Rabble Robinson
825 %" Street
Anchorage, Alaska 99501
August 19, 1986
Re: Stebun Residence Wastewater System Ueorade (Lot 44. Sec. 4. TISN. RIW)
ReQuest for Waiver
Dear Mr. Robinson:
The purpose of this letter is to request Departmental approval of waivers of §15.65.040
for the following: 1 ) stream setbacks; 2) well separation; 3) property line setback; and 4)
requirement for a 4-feat separation from bottom of absorption bed to the water table.
The existing system used a two-compartment timber crib in ciasa proximi'ty to Peters
Creek. Direct discharge of primary effluent was directed towards the Creek. The
above-mentioned waivers are necessary to site a package treatment facility (Rid-waste
DST- 15) with a sand filtration mound as shown on the following drowinge. The locations for the
absorption bed was selected in order to use a small rise in surface elevation so that the
separation from the water table and private well can be maximized, ,Separation distances are as
follows:
Well to Disposal Field - 85 ft.
Disposal Field to,Stream - 45Tt,
Minimum Property line setback - 3 ft.
Water table to bottom of pipe invert - 2 ft.
On-site soils have been classified as silty gravels. The silt matrix is mottled to near the
surface suggesting some seasonal flucuation in ground water levels occur, making the site
unsuitable for standard septic systems, Based on rather limited data, we doubt that the
upperlying surface is inundated and that a two (2) foot separation is likely year
around when a 1.5 foot thick layer of sand is mounded at the site.
We hope that this letter provides you with sufficient information on which to base your
decision for this waiver request. Please call us if you have any questions.
Corporate Office:
Indianapolis, IN
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Destin, FL
Ft. Wayne, IN
Gaithersburg, MO
Gary, IN
Harrisburg, PA
Huntsville, Al_
Lexington, KY
Montgomery, AL
Nashville, TN
Raleigh, NC
Salisbury, MD
Savannah, GA
Washington, DC
Affiliates:
Alexandria, VA
ChantiHy, VA
Newport News, VA
Norfolk, VA
Very truly yours,
Ronaid F. Black
Consulting Geofechnical, Environmental & Matedals Engineers
Munlc~pahty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
801L8 40~ -- PE~OOLATION TEST *.,,, ~'~,,&,~,;'~:'"~
LEGAL DESCRIPTION: ~ ~ ~ ~ Township, Range, Section: ~,
1
2
3
4
5-
6-
7
8
9-
10-
11
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
SLOPE SITE PLAN
WAS GROUND WATER ///~/ff-)_~ ./
ENCOUNTERED?
S
IF YES, AT WHAT
DEPTH? '~'~ / O~
P
E
Del)Ih [o Waler Aller
Moniloring? Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ 7 (minutes/inch} PERC HOLE DIAMETER
TEST RUN BETWEEN '~'.~" FTAND ~'-~'- FT
PERFORMED BY: -/~, '~'- /'~,' ,~"~' I ,,~.~-,~----~" CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3-
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~'~?' -'-'-'-'-'-'-'-'-'-~'~/~ -~'-~'c ~' Township, Range, Section: ~'~.~(
7-//-2
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED;)
IF YES, AT WHAT
DEPTH;) ~
Deplh to Water Alter
Monitoring? Dote:
Gross Net Depth to Net
Reading Date Time Time Water Drop
~,. ~ /~ ~
~:/~ ~,~ 2/ ~ ~,7~
PERCOLATION RATE "'~" ~¢~ (minutes/~nch) PERC HOLE DIAMETER ~ '"~'~
TEST RUN BETWEEN // FT AND ~ FT
PERFORMED ~Y: /~'~' /~c'c- I .//'~. '/~ "~'9¢~7 CERT'FY THAT THIS TEST WAS PERFORMED 'N
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: .~ ~
/~
STATE
Permit No:
Date issued:
Applicant: ~,
Address:
Legal Description: S/D:
~I~NICIPALITY OF ANCHORAGE ~-]
De~partment d ~'Health and Environmental' otection
Pouch 6-650, Anchorage, AK 99502
264-4720
On-site Sewer/2~ Permit ~//z~/~ ~,~
HANDWRITTEN ~ ~~/~__/~/
Block
Section: ~ Township: ~'/~ Range:
Lot Size: ~-~ ~g~ (Sq. Ft. or Acres)
Lot Location: /~ ~'~./~.,~ (~ O~ ~T~k
Max Bedrooms: ~ ~
Listed below are the options available to you in designing your septic
system. Choose the option that be~t fits your site.
TRENCH BED W. DRAIN
Depth to pipe bottom(ft.)
Gravel depth (ft.)
Total depth (ft.)
Gravel width (ft.) //t7
Gravel length (ft.) ~-z7'~-----~
Tank size (gal.)
Soil rating (sq. ft./bt)
** Gravel length 75 feet requires multiple runs (not exceeding 75 feet each)
** Tank must have at least two compartments
I certify that:
1. I am familiar with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage(MOA) and the State of Alaska.
2. I will install the system in accordance with all MOA codes and
regulations, and in compliance with the design criteria of this permit.
3. I will adhere to all MOA and State of Alaska requirements for the set
back distances from any existing well, wastewater disposal system or
public sewerage system on this or any adjacent or nearby lot.
4. I understand that this permit is valid for the maximum number of bedrooms
stated above, and any enlargement or modification will require an
additional permit.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN
(1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; '(2) AS-BUILTS WILL
NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN.
ATE¢ Associates, Inc.
2049 Cliffs]de Drive
Anchorage, Alaska 99501
907-277-6938
August 13, 1986
Municipality of Anchorage
Department of Health and Environmental
Protection
ATTN: Mr. Robbie Robinson
825 "L" Street
Anchorage, Alaska 99501
Corporate Office:
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Destin, FL
Ft. Wayne, IN
Gaithersburg, MD
Gary, IN
Harrisburg, PA
Huntsville, AL
Lexington, KY
T 15N. R 1 W) Reouest for Approval of Temporary Holding Tank
Dear Mr. Robinson:
Longmont, CO
Re: Stebun Residence Wastewater System Upgrade {Lot 44. Sec. 4. ~o~svi,,,. KY
Montgomery, AL
Nashville, TN
Raleigh, NC
Salisbury, MD
Savannah, GA
Washington, DC
Affiliates:
The purpose of this letter is to request Departmental approval ofa Chantilly.Alexandria'vAVA
temporary holding facility as permitted under 18 AAC 72.025. We areNewgorfN,,~s.V^
asking for this approval to provide sanitary waste facilities for the ~orto,~,v^
occupied two-bedroom residence while design and construction of a
package treatment facility can be installed.
For the record, it is our opinion that the following conditions are
present or may reasonably be foreseen at the site:
o The existing system is almost assuredly in non-compliance with
current health regulations and engineering practice. There is a
possibility of effluent directly piping underground from the septic
tank area to the nearby Peters Creek. This can be verified during the
construction phase of the project.
o The 2.5 acre lot was subdivided by the U.S. Government and
patented in 1961. This area is within the Peters Creek Floodplain as
delineated by the Corps of Engineers and a portion of the Creek
intersects the lot into two nearly equal sections. While soils are
expected to be highly permeable, groundwater is expected to be
located within 4 to 8 ft. of the groundsurface. This condition will limit
the effectivness of standard septic system designs. Of importance is
the fact that due to site geometry the proposed upgrade cannot meet
all setback distances as stated in § 15.65.040 of Anchorage Ordinance
86-21.
August 13, 1986
Mr. Robbie Robinson
Page 2
As discussed with you at the site, we propose to install a "Rid-Waste"
DST-15 tank (1500 gal. rated capacity} near the southeast corner of the
home near where the current tank is located. This location was choosen to:
1) maximize the separation distance of the tank and absorption bed from
the well (the bed is to be installed in a later phase after a permit is issued
by your department}; 2) allow construction of the absorption bed on
higher ground, maximizing the depth to groundwater; and 3} separate the
system from the stream to the extent possible.
We hope this letter provides you with sufficient information on which
to base your decision and also alerts you to the fact that for the
aforementioned reasons we intend to request waivers of setback distances,
Very truly yours,
Ronald F. Black
cc: Mr, Tom Graham
Mr, Lionel Urban
ATA ALASKAN TECHNOLOGICAL APPLICATIONS,INC.
701 West 58th Avenue
Anchorage, Alaska 99518
(907) 563-3117
Department of Health and H~unan Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
ATTN: Mr. Steve Morris
January 28, 1987
Subject: Health Authority Approval fo~ Rid Waste Environmental
System Package Wastewater Treatment Plant
Dear Mr. Morris:
The purpose of this letter is to bring you up to date on the progress
of the testing program. In addition, due to the temporary lack of
performance, I will explain the corrective measures that were taken
to bring the test performance back up to standards.
1. The test results dated 10/20 were unrealistic due to
fact that the piping in the above ground testing unit had
been changed just prior to the sample being taken. The
increased test results indicate the disturbance. Eliminating
this test, the average for the months of 10/7 to 12/11 are:
Suspended Solids 12.89 mg/1, BOD 23.79, pH 7.78. These
test results reflect that the system is properly functioning
at this time.
2. ADEC has required~ after the testing program was under
way, TKN discharge of 25 mg/1. By a slight modification of
the tank, (recycling effluent to the first chamber from
the third) this will be met. The result will be reflected
in future tests.
3. Early on in the testing program, I felt that the best way
to draw samples from the system was above ground in the faucet
provided. The door hinge broke and allowed the faucet to freeze.
The unit is now being sampled from the third chamber directly.
The disposal system has been rerouted under ground. Sand Lake
will be rerouted and we will begin testing this unit in February.
As you are aware, it is critical to test results that a true
picture of performance be shown through proper testing methods.
4. The testing program was initiated on 10/7 and is in operation
at this time on the Peters Creek site. I was unaware that your office was
was not receiving copies of the testing directly from the lab.
I have instructed Chem Lab to send them directly to you. Also
enclosed are the copies of samples to date.
MUNICIPALtI%, OF ANCHOP~(~
DEPT, OF HEALTH &
i iFEB 2 t987
RECEIVED
ATA
ALASKAN TECHNOLOGICAL APPLICATIONS,INC.
701 West 58th Avenue
Anchorage, Alaska 99518
(907) 563~3117
5. The UTV was insta%led at the Peters Creek site due to the
unavailability of the Photozone in the single family size at
the time of installation. I suspected, as the tests indicate,
that the scum layer prodncing bacteria decreasedd the efficiency
of the unit. On January 23, I installed the Photozone in the
Peters Creek site. The UTV was removed in December without
my knowledge. There is no possible way that the unit can
disinfect the fecal if it is removed.
6~ Since Rid Waste is not a contractor, we will insure that
the units are installed in accordance with the proper engineering.
We will extend the existing manholes for access.
7. Bonding: I have hired Tim Lamb of Bangs and Lamb, Inc.
insurance firm in Anchorage to supply the bonding necessary
to fulfill your requirement. His number is: 333-1325.
8. 'As the tests indicate, the Peters Creek unit is suffering
from a lack of aeration volume. Corrections were made by me
1/23 in the following manner: 1.) the compressor timer was
set to run 15 minutes of each hour. When I arrived at the job,
I found the timer had been turned off for six hours straight.
This eliminates the dissolved oxygen and hampers the system
from performing to the best of its ability. The lack of air
in the amount of 25% was eliminated to the tank by someone
resetting the timer. I corrected this by resetting the timer
back to the time of 15 minutes per hour. 2.) The valves that
regulate the air to the specific compartments had been turned
down to restrict the flow of air to the tank. Again, without
air in the proper dosage and frequency, the tank becomes a
septic tank as the testing indicates. Increased BOD indicates
a lack of air. IN THE FIFTEEN YEARS THAT I HAVE WORKED ON
RID WASTE, THIS IS THE FIRST TIME THAT THE TIMER HAS BEEN
TURNED OFF AND THE FIRST TIME THAT THE VALVES TO DELIVER THE
PROPER AIR DIFUSSION HAD BEEN RESTRICTED. BOTH OF THESE ARE
THE RESULT OF HUMAN ERROR.
Since these have been corrected, the testing will indicate
the worst possible abuse of the system and the time it takes
for the system to recover from the abuse.
9. Testing of Sand Lake was never authorized by me. Since
the compressor was not running and the Photozone was not installed,
there is no possible way for the tank to meet the standards of
the test. In addition, the method of testing was not correct.
Upon my return to Alaska next week I will have this system and
the method of testing on line.
2
ATA
ALASKAN TECHNOLOGICAL APPLICATIONS,INC.
701West 58th Avenue
Anchorage, Alaska 99518
(907) 563-3117
Steve, I appreciate your meeting with me last week and for your spending
the time to observe this testing program. I am very glad that these
abuses of my patent were observed both by yourself and me. In the long
rrm, I feel that correcting these abuses take the Rid Waste Environmental
System another step closer to being the only viable sewage disposal
system capable of withstanding arctic conditions and meeting NPEDS
discharge requirements.
THOMAS S. GRAHAM
Special Representative
TSG/dss
cc:
Robby Robinson
Dr. Lee Reed
Chem Lab
Bruce Erickson, B_DEC
Nicholas Bailey,
Dr. Keith Knutson
3
ATA
ALASKAN TECHNOLOGICAL APPLICATIONS,INC.
701 West 58th Avenue
Anchorage, Alaska 99518
(907) 563-3117
0
· CHEMICAL & GEOLOGICAL~ ',t LABORATORIES OF ALASKA, INC.
.:TELEPHONE (907) 562-2343 ANCHORAGE INDUSTRIAL CENTER
5633 B Street
Drinking Water Analysis Report for '
Inorganic, Organic, and Radiochemical Contaminants
PUBLIC WATER SYSTEM:
IIIIIII
I.D. NO.
N/A AECS
Public Water System Narne
L44 Bowery Lane
Address
N. Birchwood, AK 99567
City State
TO BE COMPLETED BY PUBLIC WATER SUPPLIER
SAMPLE DESCRIPTION:
Collected By Jeff Kaitchuck
After V.V.
Sample Locatior~
Source Type E) Surtace Water
Sample Date
Zip Codu Mo.
[] Routine Sample
[] Special Purpose Sample
Note: Check box to lelt of contaminants Ileled below for the
anmyses desired.
[] Ground Water
Day Year
[] Untreated Water
[] Treated Water
TO BE COMPLETED BY CERTIFIED LABORATORY
INVOICE #7362
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA
Laboratory Name
5633 "B" STREET
Address
ANCHORAGE, ALAS KA 99502
City
Slale ZJj: Code
INC.
Sample NO. Station NO.
4463
Laboratory Analysis NO.
ETY 10/7/86
Received by Date
Limit
i-1 Arsenic (0.05)
[] Barium (1.)
[] Cadmium (0.010)
[] Chromium (0.05)
[] Fluoride (2.4)
[3 Lead (0.05)
CI Mercury (0.002)
[] Nitrate - Nitrogen (10.)
[] Selenium (0.01)
[] Silver (0.05)
[] Turbidity (1 NTU)
[]
[]
INORGANICS
Mg/I
0 .1
ND Indleelee Not Detected
10/15/86
ORGANICS
Limit
[] Endrin . (0.OOO2)
[] Lindane (0.004)
[] MethoxychlOr .(0.1)
[] Toxaphene (0.005)
[] 2, 4-D (0.1)
[] 2,4,5 - TP Silvex (0.01)
[3
RADIOACTIVITY
Limit
[] Gross Alpha (15)
[] Radium 226 & 228 (5)
[] Gross Beta (50)
[] Strontium - 90 (8)
[] Tritium (20,000)
Mg/I
pCi/I
10/20/86
· ~.~ CHEMICAL & GEOLOGICAL LABORATORIES OFALASKA, INC.
ANCHORAGE INDUSTRIAL CENTER 5633 B STREET ANCHORAGE. ALASKA 995'18
......... TELEPHONE (907) 582-2343
CUSTONER AK Technical Apolications/AF£S
DATE COLLECTED 10/7/86 TINE COLLECTED !032
SANPLED 5¥ JK . SOURCE TIS, RIW Section 4, L44, S.M~
After V.V. Treatment
REHARKS
HA'FRIX
· " "7362 10/20/86
INVOICE ~ DATF
· o mglJ
)ALUMINUM, Al
) ARSENIC, As
) BARIUM, Ba
) BORON, B
) CALCIUM, Ca
) CADMIUM, Cd
) CHROMIUM, Ct
) COPPER, Cu
) IRON, Fe
) LEAD, Pb
) MAGNESIUM, Mg,
) MANGANESE, Mn
) MERCURY, Hg
NICKEL, Nt
PHOSPHOROUS, P
POTASSIUM, K
SELENIUM, Sc
SILICON, Si
SILVER, Ag
mgll
( ) STRONTIUI~i, Sr
(.) TIN, Sn
( ) VANADIUM, V
( ) ZINC, Zn
( ) ZIRCONIUM, Zr
( )
( )
( )
Bowery tne
SANPLE LOCATION..[~K
RECVD..BY [TY LAB '~ 4463 .
DATE RECVD,_ · 10/7/86 _
DATE COHPLETED 10/15/86~
DATE REPORT~, , 1 0/15/86.
ED IRDICATE~ 't!Ol,'E DETECTED
DETECTION LINIT IS IN ( ) ;
m9/1 ~
( )'TOTAL DISSOLVED
SOLIDS
( ) TOTAL VOLATILE _
SOLIDS
( ) SUSPENDED 1 2
SOLIDS
( ) VOLATILE SUSPENDED
.. ·SOLIDS
( ) HARDNESS AS
CaCO3
( ) ALKALINITY AS
CaC03
( ) Biochemical
( ) Oxygen Dem_a~
( )AMMONIA 65 ( ]
NITROGEN-N -
· ".: NITROGEN-N
( ) NITRATE-N 0i 1 0 ¢ ) COLOR-UNITS --
( ) NITRITE-N ND (0.0l) (') CONDUCTIVITY, --
umhos/cm
( ) CHLORIDE ( ) LANGLIER INDEX -
( ) CYANIDE ( ) LANGLIER INDEX
( )FLUORIDE .( )pH, UNITS 8.0
( ) OIL AND GREASE { ; TURBIDITY, ntu~ -
( )PHENOL { )F. COLIFOR.M/100ml 54 _
( }PHOSPHOROUS I } '
. (ORTHO)-P
( }SULFATE I )' · -
{ ) SODIUM, Na ( ) SULFIDE IH2S) I ) '
TELEPHONE (907) 562-2343 ' ; . ~,'~
ANALYTICAL REPORT -.-
REriARKS
MATRIX
INVOICE
DATE
DAYE RECVD. .,~ -/"-~ - ~ ·
D,~TE COHPLETED /O-
DATE REPORTED XO - ~-~
SIG~ATURF
ND INDICATES 'NONE DE~CTED;
DETECTION LIMIT IS IN ( ) '
mgll
( )ALUMINUM. Al
( ) ARSENIC, As
( ) BARIUM, Ba '-
( ) BORON, B
( ) CALCIUM, Ca
( ) CADMIUM, Cd
( ) CHROMIUM, Cr
( ) COPPER. Cu
) IRON, F¢
) LEAD, Pb
) MAGNESIUM, Mg
) MANGANESE, Mn
) MERCURY, Hg
) NICKEL, Ni
) PHOSPHOROUS., P
· ) POTASSIUM. K
) SELE.~IUM. Se
) SILICON, Si
) SILVER, Ag
) SODIUM. Na
rog/1
( ) STRONTIUm}, S.r
( ) TIN. Sn
(.) VANADIUM, V.
( ) ZINC, Zn
( ) ZIRCONIUM. Zr'
( )
( )
( )
· · mgll
CYANIDE
FLUORIDE
OIL AND GREASE
PHENOL
PHOSPHOROUS
(ORTHO)-P
SULFATE
SULFIDE {H:S)
( ) TOTAL DISSOLVED SOLIDS
( ) TOTAL VOLATILE
SOLIDS ~'z /
(.) SUSPENDED
SOLIDS
( } VOLATILE SUSPENDED
SOLIDS
( ) HARDNESS AS CaCO3
( ) ALKALINITY AS
CaCO3
¢ ) , -
)
( ) COLOR-UNITS
) CONDUCT! VITY,
umhos/cm
) LANGLIER INDEX
) LANGLIER INDEX
) pH, UNITS
) TURBIDITY. mu
) ~' ~O:L'IFORM/100ml
)
7,9
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
/"~-- ANCHORAGE INDUSTRIAl. CENTER 5633 B STREEt ANCHORAGE, ALASKA 99518
TELEPHONE (907) 562-2343
ANALYTICAL REPORT
CUSTOMER Alaska Technological Applications/AECS
DATE COLLECTED 10~20-86 TIME C0[LECTED 1530
SAMPLED BY JTK _ SOURCE AFTER U.V. Treatment
REMARKS
HAl-RIX
INVOICE = DATF
L44 Bowery Lane
SAMPLE LOCATION N. Rirnhw~
RECVD..BY ZTY LAB ~ 4593
DATE RECVD, 10-20-86 _
SIGNATURF ~.,,.x,~.,~-- . /~
RD IRDICATES ',k'Oh'E DETECTED'
DETECTION LIHIT IS lit ( ) ;
mg/1
)ALUMINUM, A1
) ARSENIC, As
) BARIUM, Ba
) BORON, B
) CALCIUM, Ca
) CADMIUM, Cd
) CHROMIUM, Cr
) COPPER, Cu
) IRON, Fa
} LEAD, Pb
) MAGNESIUM, Mg.
) MANGANESE. Mn
) MERCURY. Hg
) NICKEL, Ni
) PHOSPHOROUS. P
) POTASSIUM. K
) SELENIUM, S~
) SILICON. Si
) SILVER. Ag
) SODIUM. Na _
(
(
(
(
(
mgll
( ) STRONTIUiXi, Sr
(.) TIN, Sn
( ) VANADIUM, V
( ) ZINC, Zn
( ) ZIRCONIUM, Zr
( )
( )
( )
( ) AMMONIA 48
NITROGEN-N
( ) KJELDAHL 54
· "- 'NITROGEN-N
6.i2
( ) NITRATE-N
1.5
( ) NITRITE-N
) CHLORIDE
) CYANIDE
mgll
( )'TOTAL DISSOLVED
SOLIDS
( ) TOTAL VOLATILE
SOLIDS
( ) SUSPENDED 43
·SOLIDS
( ) VOLATILE SUSPENDED
SOLIDS
( ) HARDNESS AS
CaCO3
( ) ALKALINITY AS
CaCO3
( )
)Biochemical Oxygen Demand 16_~
()
(-) COLOR-UNITS
· ' ( ) CONDUCTIVITY,
umhos/cm
{' ) LA~GLIER INDEX _
~: ( ) LANGL'iER INDEX
) FLUORIDE
) OIL AND GREASE
·{ ) pM. UNITS 7.9
I } TURBIDITY, ntu
Fecal 2
) PHENOL
PHOSPHOROUS
(ORTHO)-R
)iSULi=ATE
SULFIDE (H:S)
' I ) COLIFORM/100ml
! )
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 'B' STREET, ANCHORAGE, AK 99518
TELEPHONE (907) 562-2343
REPORT OF ANALYSIS
CLIENT:
SEND REPORT TO: 701 W 58th
Anchorage, AK
SEND REPORT TO: AECS
METHOD:
MATRIX: Wa te r
REFER QUESTIONS: DANIEL J. BACON
AK Technological AppIicat.CLIENTPONO:
ORDERED BY:
99518
SAMPLE RECVD: ! 0/27/86
DATE ANALYZED: 1]/4/86
APPROVED BY: STEPHEN C. EDE
SAMPLES HELD UNTIL: ]2/5/86
LAB SAMPLE NO: 4673
CLIENT SAMPLE ID, Rid-Waste, Start Up #4, After UV Treatment, 10/27/86, L44 Bowery Lane
PARAMETER mg/l mg/l mg/I
ALUMINUM. Al.
ARSENIC. As.
BARIUM, B~
BORON, B.
CALCIUM, Ca
CADMIUM.Cd.
CHROMIUM. Cr
COPPER. Cu
IRON, Fe
LEAD, Pb
MAGNESIUM, Mg
MANGANESE. Mn
MERCURY. HI
NICKEL. Ni
PHOSPHOROUS. P.
POTASSIUM. K.
SELENIUM. Se
SILICON, Si.
SILVER. A!
SODIUM. Na
STRONTIUM. Sr.
TIN. Sn
VANADIUM. Zn
ZINC, Zfl
ZIRCONIUM. Zr
AMMONIA
NITROGEN-N
KJELDAHL
NITROGEN-N
NITRATE-N
NITRITE-N
CHLORIDE
CYANIDE
FLUORIDE
OIL & GREASE
PHENOl.
PHOSPHOROUS
(ORTHO)-P.
SULFATE
SULFIDE (H.S).
58
63
0.30
2.9
{4
TOTAL DISSOLVED
SOLIDS
TOTAL VOLATILE
SOLIDS
SUSPENDED
SOLIDS
· VOLATILE SUSPENDED
SOLIDS
HARDNESS AS
CaCo3
ALKALINITY
CaCo3
COLOR-UNITS
CONDUCTIVITY
umhos/cm
LANGLIER INDEX
LANGLIER INDEX el40
ph, UNITS 7,9
TURBIDITY, ntu
FECAL
COLIFORM/! 00 mi 0
TOTAL
COLIFORM/100 mi
REMARKS.
ND-NONE DETECTED
DETECTION LIMITS 1N ( ) INVOICE" 4637
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 'B' STREET, ANCHORAGE, At[. 99518
TELEPHONE (907) 562-2343
REPORT OF ANALYSIS
CLIENT: AK Technological Applications
SEND REPORT TO: AECS
1200 W. 33rd Avenue #B
SEND REPORT TO: Anchorage, AK 99 503
METHOD: Standard Method, 16th Edition
MATRIX: Water
REFER QUESTIONS: DANIEL J. BACON
CLIENT PO NO:
ORDERED BY:
SAMPLE RECVD: 10-29-86
DATE ANALYZED: 11 =7-86 ~C~c,/
APPROVED BY: STEPHEN C. EDE
SAMPLES HELD UNTIL.-... Not Held
LAD SAMPLE NO: 4669 ....
CLIENT SAMPLE ID: Lot 44, Tract 15 N, R1W, Sec 4
PARAMETER mg/l
mR/!
mR/!
ALUMINUM. Al
ARSENIC, As
BARIUM, Ba
BORON, B
CALCIUM. Ca
CADMIUM,Cd
CHROMIUM, Ct.
COPPER, Co
IRON, Fe
LEAD, Pb
MAGNESIUM. Mg
MANGANESE, Mn
MERCURY, Hg
NICKEL, NJ.
PHOSPHOROUS, P.
POTASSIUM, K.
SELENIUM, Se
SILICON, SI.
SILVER. AR
SODIUM, Na
STRONTIUM, Sr
TIN, Sn
VANADIUM, Zn
ZINC, Zn
ZIRCONIUM, Zr
REMARKS
AMMONIA
NITROGEN-N 60
KJELDAHL
NITROGEN-N 65
NITRATE-N 2.0
NITRITE-N 0.72
CHLORIDE
CYANIDE
FLUORIDE
OIL & GREASE
PHENOl,
PHOSPHOROUS
(ORTHO)-P
SULFATE
SULFIDE (H,S).
TOTAL DISSOLVED
SOLIDS
TOTAL VOLATILE
SOLIDS
SUSPENDED
SOLIDS 2 ~
VOLATILE SUSPENDED
SOLIDS
HARDNESS A~
CaCo3
ALKALINITY A~
CaCo3
COLOR-UNITS
CONDUCTIVITY
umhos/cm
LANGLIER INDEX 840
LANGLIER INDEX el40
ph, UNITS 7.8
TURBIDITY. nth :
FECAL id'
COLIFORM/100 mi
TOTAL
COLIFORM/100 mi
Biochemical
Oxvoen D~mand. mo/1 g0
ND-NONE DETECTED
DETECTION LIMITS IN ( ) INVOICE · 4669
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. ,~ ~
REPORT
~ AK Technological Applications
gDDRESS 1707 Eagle River Rd.
Eagle River, AK 99577
t~'I~RQUESTION TO: Daniel J. Bacon
APPROVED BY: Stephen C. Ede
CLI~qT P. O. ~ Tom Graham
SkMPLES RECE1W]~: 11/10/86
SAMPLES
DATE giNALYZED: ]l/ll - 11/13/86
LAB SBMPLENO. 4769
CT_&-E~i' S~IMPLE IJD.: L44, Peters Creek
tvL~I~HOD:
-~Tt~X:
Standard Methods, 16th Edition
Water
Nitrate-N, mg/1
Nitrite-N, mg/l
Total Kjeldahl Nitrogen, mg/1
Ammonia-N, mg/l
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/100 ml
pH
RESULTS
0.37
2.9.
Sample Lost on Analysis
58
12
8.0
44
7.9
RESIDUAL S~MPLES WILL BE HELD UNTIL:
12/13/86
ND = NONE DETE(J£ED
DETECTION LI~LiT 1%I ( )
INVOICE ~, 4769
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
/ * x
TELEPHONE (907) 562-2343
ANALYTICAL REPORP
AK Technological Applications
1707 Eagle River Rd.
Eaqle River, AK 99577
Daniel J. Bacon
Stephen C. Ede
REFER~TI~:
APPROVEDBY:
CLIENTP. O. ~
SAMPLES RECEIVED: ] ]/17/86
DATE ANALYZED:
LAB SAMPLE NO. 4825
11/]7/86
11/18 - 11/2o/86
~ SA2vIPYL~3'IiD.:
L44 Bowery Lane, S. Birchwood
METHOD:
Standard Methods
Ammonia Nitrogen-N, mg/1
Total Kjeldahl Nitrogen-N,
C~Nitrate-N, mg/1 t~O~
~Nitrite-N, mg/l /~
Biochemical Oxygen Demand, mg/l
Suspended Solids, mg/1
pH
Fecal Coliform, col/IO0 ml
mg / 1
Water,
Rid Waste Start Up #7
.61
65
0.62
2.6
7.5
ll
7.9
66
RESIDUAL SD3~LES WILL BE HELD UNTIL: 12/20/86
ND = NONE DETE~3f~D
DETEC~fION LLVLIT IN ( }
INVOICE '~ 4825
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
~i.~-- A~RAGE JNOUSTRiAL CENTER 5633 8 STREET ANCHORAGE. ALASKA 99518
~J/o~o'~,~ TELEPHONE (907/ 562'2343
ADDRESS
I~'k2~ QUESTION TO:
APPROVED BY:
ANALYTICAL REPOR~
AK Technoloqical Applications,
1707 Eaqle River Rd.
Eaqle River, AK 99577
Daniel J. Bacon
Stephen C. Ede 2~
inc.CLLEixTf P. O. ~
S$~PLES CO]'.T F. Ci'~D:
DATE gzNSU~YZED:
LAB SAY~LE NO.
)2/11/86
]2/11186
12/11 - 12/16/86
5027
PIETHOD:
Standard Methods,
CLIENT S~/~LE I.D.:
MATP~X: Water
16th Edition
Rid Waste, Start Up #9
L44, Bowery Lane, After UV
Treatment
PARAMETER
Nitrate-N
Nitrite-N
Total Kjeldah] Nitrogen-N
Ammonia Nitrogen-N
Biochemical Oxygen Demand
Suspended Solids
pH, Units
Fecal Coliform, col/100 mi
RESULTS, mg/1
20
1.4
23
16
26
23
6.9
RESIDUAL S~x~PLES WILL BE 'HELD UNTIL:
Not Held
ND = NO_kIEl DETEC!~-r~D
DETECTION LI~LIT
INVOICE ' ~ 5027
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
/~??\- ~-~E~.OUSm~^cc~Ea ~SOa~SmEE~ ^NC}~O~^~,~
~,~/t~a'o;~;;;,~%~,,~ TELEPHONE (907) 562-2343
~I~ ~0~
PT.T~N~
ADDI~F_SS 1707 Eaqle River Rd.
Eaqle River, AK 99577
RI~e'/~ (ZJESTIC~I WO: Dan i el J. Bacon
APPROVED BY: Stephen C. Ede
AK Technoloqical Applications, Inc.
~,TF~P. o. # --
SAMPLES RECE/VED: 12/15/86
SAMPLES COTI~cft~D: ]2/5/86
DATE ANALYZED: ]2/]6 - ]2/19/86
LAB SAMPLE NO. 5054-1
Standard Methods
CIJENT SA/~PLE
MATiLiX: Water
Rid-Waste Start Up #10. L44
Bowery Lane, after UV Treatment
Nitrate-N, mg/1
Nitrite-N, mg/1
Total Kjeldahl Nitrogen, mg/l
Ammonia-N, mg/1
Biochemical Oxygen Demand, mg/l
Suspended Solids, mg/1
pH
Fecal Coliform, col/100 ml
11
9.0
~4
5.6
86
172
7.2
98
I~_SIDgAL SAMPT,ES ?~LL BE ~ZT,D UNTIL: 1/19/87
ND = NONE DETE(gI'~D
DETECfION LIMIT D~
INVOICE '~, 5054
()
CHEMICAL & GEOLOGICAL LABORATORIES OF A LASKA, INC.
~.','~ ANCHORAGE INDUSTRIAL CENTER 5633 B STREET ANCHORAGE, ALASKA 96518
,~,[,~,, ;'~ "~ TELEPHONE (907) 562-2343
ANALYTICAL REPOR~
AK Technoioqical Applications, Inc.
1707 Eaqle River Rd,
Eaqle River, AK 99577
iRIiF~X~YJES~EgiCNTO: Daniel J. Bacon
APPROVED BY: Stephen C. Ede.
CDIENTP. O. 0' --
SDzMPLES RECEIVED: 12/15/86
g~ ~T~i'~: 12/5/86
~ ~z~ ]~/,~ -
~ ~ ~ ~o. scsi- ~
12/19/86
Standard Methods
· cq',T~r2. S~iMPLE 'I&D.:
MATP,_7~: Water
Rid-Waste Henkins Start Up #1
Henkins S/D, after UV Treatment
Nitrate-N, mg/1
Nitrite-N, mg/1
Total Kjeldahi NitKogen, mg/]
Ammonia-N, mg/1
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
pN
Fecal Coliform, col/100 ml
ND (0.10)
ND (0.01)
1.6
0.33
lO4
11
7.8
102
IRES~. SAMPTF. q WI'T,L BE F~r.~ UNTIL:
1/19/87
ND= NO~D~i~Ci'~
D~i%ci'±~NLIPLIT I~ (
':I2,!VOICE'~' 5054 "
~~ CHEMICAL &___GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562-2343
REPORT
CL0~E2qT AK Technological Applications,
ADDRESS 1707 Eagle River Rd.
Eagle River, AK 99577
RE2VE~R QLO~STIC~] ~: Daniel J. Bacon
&PPR(Tv~D BY: Stephen C. Ede
Inc. CLIEN=f p. O. =
S3x3~PLES RECEIVED:
SB}4PLES COLT,R~jI'ED:
DATE ANALYZED:
mB SAWnE NO.
51o8-]
Tom Graham
12/22/86
12/22/86
12/22 - 12/27/86
CLIE~ Sg2vlPLE I.D.: Rid-Waste, Start-Up #1, Sandy Beach
METHOD:
P~TIL~X: Water
Standard Methods, 16th Edition
PARAMETER
Ammonia-N, mg/1
Total Kjeldahl Nitrogen, mg/1
Nitrate-N, mg/1
Nitrite-N, mg/l
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/la0 ml
pH
RESULTS
27
44
ND (O.l)
0.010
3OO
183
GT 2000
7.8
GT = GREATER THAN
RESIDUAL SA~LES WILL BE I~F~.T,D UNTIL:
Not Held
ND = NONE
DETEC]?ION L]/VLIT I~ ( )
~,~voIcE ~ 51o8
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
~~-~-- A~-~-G~ 56338STREET ANCHORAGE, ALASKA 99518
TELEPHONE (907) 562-2343
AaNALYTICAL REPORT
C:LIEA~ AK Technological Applications,
ADDRESS 1707 Eagle River Rd.
Eagle River, AK 99577
~EFER.QUESTIONTO:
APPROVE~BY:
Daniel J. Bacon
Stephen C. Ede
Inc. CLIENT P. O. ,,_x.
S~_M~o LES RECEIVED:
SA~'~R>LES
DATE A~xir~LYZED:
~ , LAB S~t~LE NO.
Tom Graham
12/22/86
12/22/86
12/22 - 12/27/86
5108- 2
b'~fD IOD:
Standard Methods,
CLIENT S/xzMPLE I.D.:
~TRi~X: Water
16th Edition
Rid-Waste, Start-Up #11,
Bowery Lane
L44
PARAMETER
Ammonia-N, mg/1
Total Kjeldaht Nitrogen, mg/1
Nitrate-N, mg/1
Nitrite-N, mg/1
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/lDO mt
pH
RESULTS
16
24
21
~9
5O
15
104
7.2
RESIDUAL SAblPLES WILL BE HELD UNTIL:
Not Held
ND = NO.NE DETEc'I'EU
DETECTION LI~T 1~I ( )
INVOICE ~ 5108
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
~~ A--~'O~-G~ 5633 B STREET ANCHORAGE, ALASKA 99518
TELEPHONE (907) 562-2343
ANALYTICAL REPORT
AK Technological Applications, Inc. CLIENT P. O. ~ Tom Graham
ADDRESS 1707 Eagle River Rd.
SAMPLES RECEIVED: 12/29/86
Eagle River, AK 99577
SAMPLES COT~CTED: 12/29/86
REFER QUESTIEXq TO: Daniel J. Bacon DATE ANALYZED: 12/30/86
APPROVED BY:
Stephen C. Ede ~/~/ LhB S32VlPLENO. 5134-1
brtE25IOD: Standard Methods,
CLIENT S~2viPLE
MATRIX: Water
16th Edition
Rid-Waste, Start-Up #2
Sandy Beaches, After UV Treatment
PARAMETER
Ammonia-N, mg/1
Total Kjeldahl Nitrogen, mg/1
Nitrate-N, mg/1
Nitrite-N, mg/1
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/100 ml
pH
RESULTS
42
52
ND (0.10)
ND (0.0])
246
146
11,700
8.0
RESIDUAL SAMPLES WILL BE HET,D UNTIL:
Not Held
ND= NONE DETECTED
DETECTION LIP~T 1~ (
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562-2343
R~'ER QUESTIC6I TO:
APPROVED BY:
ANALYTICAL REPORT
~ AK Technological Applications, Inc. C%IEIXYI' P. O. # Tom Graham
ADDRESS 1707 Eagle River Rd. SAMPLES RECEIVED: 12/29/86
[ogle River, AK 99577 SBMPLES COT,T,F.(jI't~D: --
Daniel J. Bacon DATE ANALYZED: 12/30/86
Stephen C. Ede LAB SAMPLE NO. 5134-2
METHOD:
Standard Methods,
CLIEiqT SDlvlPr.?. I.D.: Rid-Waste, Start-Up #11
L44 Bowery Lane, After UV Treatment
MATRiX: Water
16th Edition
PARAMETER
Ammonia-N, mg/1
Total Kjeldahl Nitrogen, mg/1
Nitrate-N, mg/l
Nitrite-N, mg/1
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/100 ml
pH
RESULTS
45
5;
2.9
6.1
75
47
1630
7.9
RESIDUAL SAMPLES WILL BE HELD UNTIL:
Not Held
ND = NONE DETECTED
DETECTION L]i~LIT /N (
i%XBfOICE ~ 5134
CHEMICAL & GEOLOGICAL LABORATORIES OF A LASKA, INC.
ANCHORAGE INDUSTRIAL CENTER 5633 B STREET ANCHORAGE, ALASKA 99518
~~~ TELEPHONE (907) 562-2343
ANALYTICAL REPOTS)
~ AK Technolo§ical Applications, inc. CY,TENTP. O. # Tom Graham
A]DDRESS 1707 Eagle River Rd.
SAMPLES RECEXVED: 3/26~87
Eagle River, AK 99577
S~tV~l~I~_q COTI~C~fED: 3/26/87 10~15
REFER QLTESTIGN TO: Daniel J. Bacon
DATE ANALYZED ·~
3/26 - 3/31/87
APPROVED BY:
Stephen C. Ede
LAB SA~PI~ NO. 5762
CL/ENTS~zMPLEI:D-: Peters Creek
SEWAGE TREATMENT SYSTEM
~TRiX: Water
M~JI'HOD: Standard Methods
pH TOTAL ORGANIC
SAMPLE LOCATION UNITS CARBON, mg/l
COLONIES/lO0 ml
FECAL COLIFORM
/Lit ....... :
* * * Milligrams er ......
SUSPENDED RESIDUAL
SOLIDS CHLORINE BOD
1 Ray Staben 7.8 ~- 640 15 -- 18
.......... * * RATING ............................. * ....
PARAMETER EXCELLENT GOOD FAIR BORDERLINE UNACCEPTABL~
BOD, Suspended Solids, mg/1 0-10 1]-20 21-30 31-45 45+
Fecal Coliform/100 ml 200 MAXIMUM
pH, Units 6-8:ACCEPTABLE
RESIDUAL SA~LES WILL BE HELD UNTIL: Not Held
ND = NONE DETECTED
DETECTION LI~LIT 1%7 ( )
INVOICE ' ~ 5762
CHEMICAL &. GEOLOGICAL LABORATORIES OF ALASKA, INC.
c~.~,.~ ANCHORAGE INDUSTRIAL CENTER 5633 B STREET ANCHORAGE, ALASKA 99518
~..~~ . TELEPHONE (907) 562-2343
Cr.T~XT~ AK Technological Applications, Inc.
ADDRE.SS 1707 Eagle River Rd. 3/26/87
Eagle River, AK 99577 3/26/87 1045
Daniel J. Bacon
Stephen C. Ede ~f//~
REFER QUESTION TO:
APPROVED BY:
CLTEN~ P. O. #' Tom Graham
SBMPLES RECEIVED:
SBMPLES COT,T,ECTEf):
DA~[~3 31klYlLX2 Z J~P:
I~ S~I~ NO. 5762
3/26 - 3/31/87
METHOD:
· C~',/ENT SAMPLE'IiD.: Peters Creek, Ray Staben
by TSG
MATRIX: Water
Standard Methods For the Analysis of Water and Waste Water
Nitrogen Ammonia, mg/1
Nitrogen Kjeldahl, mg/1
Nitrogen Nitrate, mg/1
Nitrogen Nitrite, mg/1
29
37
9.2
1.3
NOTE: Kjeldahl Mitrogen includes ammonia nitrogen; to obtain
organic nitrogen, subtract ammonia nitrogen from kjeldahl
nitrogen.
RESIDUAL SAMPLES WILL BE HE¥,D UNTIL:
Not Held
ND = NONE DETE(31'~JD
DETECTION L]IVLIT IN (
INVOICE # 5762
TELEPHONE (907) 562-2343
ANALYTICAL REPOt~
~,I-RN~2 AK Technological Applicatlons, Inc.
ADDRESS 1707 Eagle River Rd.
Eagle River, AK 99577
R~'mRQUESTION TO:
APPROVED BY:
Daniel J. Baco0
Stephen C. Ede
CLZE~TP. O. # --
SAMPLES RECEIVED ~ 4/6/87
SAMPLES COT .T.~C'i'ED: 4/6/87 0930
DATE ~NALYZED: 4/6 - 4/13/87
mB NO. SSSO
CL~ S~MPL~. 'I.D. :' Pe'te'rs Creek Bowery Lane
iV~ATP~X: Water
METHOD: Standard Methods, 16th Edition
PARAMETER
Ammonia-N, mg/1
Total Kjeldahl Nitrogen, mg/1
Nitrate-N, mg/1
Nitrite-N, mg/1
Biochemical Oxygen Demand, mg/1
Suspended Solids, mg/1
Fecal Coliform, col/100 ml
pH
RESULTS
33
33
4.3
0.36 ·
9.0
26
70
8.1
RESIDUAL SAMPT,V.S ~LL BE I-T~T,D UNTIL: Not Held
ND = NONE DETECI~ED
D~'fECTION LIPLTT 1%~ ( )
INVOICE $'5850
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 B STREET · ANCHORAGE, ALASKA 99518 · TELEPHONE (907) 562-2343
Client PO# : VERDAL
Client Smpl ID: PETERS CREEK
Lab Smpl ID : 1
Sample Rec'd : APR 13 87
Req ~: 5918
Matrix:Water
ANALYSIS REPORT DY SA~-'LE ' ~
Date Report Printed: APR 24 87 ~' 07:56 '
Client Account : AKTECHT
Invoice No. : 47
Released By ': ~.,"
REPORTS ADDRESS
REPORTS ADDRESS ~2
AK TECHNOLOGICAL APPLICATIONS, INC.
AK TECHNOLOGICAL APPLICATIONS, INC.
1707 EAGLE RIVER RD
EAGLE RIVER, AK. 99577
1707 EAGLE RIVER RD
EAGLE RIVER, AK. 99577
Special
Inst~ct:
Parameter Tested Result
DOD5
RESIDUE:NON-FILTERABLE(SS)
pH
FECAL COLIFORM
NITROGEN: AMMONIA
NITROGEN: KJBLDAHL
NITROGEN: NITRATE
NITROGEN: NITRITE
Detection Allowable
Units Method Limits Limits
26 mg/l
14 mg/l
7.6 units
44 cot/100ml
50 mg/1
52 mg/1
9.8 mg/1 0.10
0.20 mg/l
Sample
Remarks:
· 8 Tests Performed * See Special Instructions Above
N/D= None Detected ** See Sample Remarks Above
ANALYSIS REPORT BY SAMPLE
Client PO~ : VERBAL Req ~:
Client Smpl ID: PETER'S CREEK
Sample Rec'd : APR 20 87
Ordered By : J.M.
REPORTS ADDRESS ~!
AK TECHNOLOGICAL APPLICATIONS, INC.
Invoice No. : 124
Client Account : AKTECMT
Date Report Printed: APR 28 87 @ 16:55
Released By : ~
REPORTS ADDRESS ~2
1707 EAGLE RIVER RD
EAGLE RIVER. AN. 995?7
Special COLLECTED 4-20-87, 0945
Instruct: J. M. MONTGOMERY ENGINEERS
Chemlab Ref #: 5983 Lab Smpl ID: 1 Matrix: Water
Detection Allowable
Parameter Tested Result Units Method Limits Limits
GOD5 30 mg/l
RESIDUE:NON-FILTERABLE(SS) 15 mg/1
pH 7,7 units
FECAL COLIFORM 210 col/100ml
NITROGEN: AMMONIA 70 mg/1
NITROGEN: KJELDAHL 74 mg/1
NITROGEN: NITRATE 14 mg/1
NITROGEN: NITRITE 2.2 mg/I
0.10
Sample
Remarks:
Tests Pmrformed m See Special Instructions Abovm
Nnnp ne~octed ~ See Smmolo Rmmarko Above
&CHEMICAL & GEOLOGICAL LABORATO~ES OF AL"ASKA, INC.
iests Perfocmed -t See Si:,ecis) lnstfuetionsAoove
~ -"
Not An:ii
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343
FEDERAL TAX ID # 92-0040440
Ci ient PO~ : UER-P. AL Req ~):
CIient Smpl ID: PETERS CREEK~ 5-4-87~ 0857
Sample Rec'd : MAY 4 87
Ordered By :
REPORTS ADDRESS
AK TECHNOLOGiC;ALAPPLICATIL¥4S,INC.
1707EAGLE RIVER RD
EAGLE RIVER~ AK, 9957?
Special EC~4PLEO 8Y J,H HC~TGC~'iERYB,IGINEERS
InstPuct:
~ALYSIS REPORT BY SAMPLE
Work OrdeP No. ~ 534
Client Account : RKTECHi'
Date Report PPinted:D~¥ JS 87 B 12:25
Reieased By : ~JC~
REPORTS ADDRESS ~2
Che;dabRef ~: 6110 Lab Smpl iD: ! Matrix: Water
Al t c.D)abl e
Par~,e rep Tested Resui t/Uni ts Method LiIM ts
AK TECH HPPL.~{~J~TERS BANK n/a
BOD5 S? m~/1
RESIDUE: (SS) NC~',~-F I LTERAOLE 10
pH 7.5 units
FECAL COLiFORI-I 2030 col/lO0 n:l
~,¥IC¢,1 i A-N 73 rog/1
ICJELDAHL-N 76 mg/i
NITRATE-N 15 mg/I
NITRiTE-N O, 02'? m~/1
10
Sample
? Tests Performed * See Special lnstructionsAbove
NO= None Oetected ** See Sample RemarKs Above
t~= Not Hnalyzed LT=LessThan, Gl'=Greater Than
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
FEDERAL TAX ID # 92-0040440
(¥-IALYSI S REPORT BY SAHPLE
C! ient POi~ : VERBAL Req ih
i]i tent Smpl ID: PETER'S CREEK
E.~mpleRec'd : PAY II 87
Ord,.'.red By : ]'OM GRAHAH
REPORTS ADDRESS
;iK TECHNOLOGI CALAPPLi CAT] ONS ~ INC.
Work OrderNo. : 455
Client Account : ~Ki'ECHi'
Date Report Printed:IdlY 22 87 ~ 16:!I
Released By : SCE
REPORTS AODRESS ti2
1707 EAGLE RIVER RD
EAGLE RIVER, AK. ??577
Special COLLECTEDS-11--87 0?22 HRS 8¥ Id~GOMERYENGINEERS
~nstruct:
AK TECH NPPL~I,?N'TERSBA~IK n/a n/~
SOD5 IS mg/1
RESIDUE:(SS)N~-FiLTERABLE ~1 m~l
pH ?~7 units
FECAL COLIFORH 500 co!/lOOml
A~<~ION!A-N ~8 m.q/'l
KdEL[~HL-N 81 m9/1
N1TRATE-N 17 ~9/1
NITRITEYq 0.51 mg/l
~0
Samp! e
~emarKs:
TestePerformed * Sex Special lnetructions~boue
NC:None Detected ~ See Sample Remarks Above
Hot Analyzed LT=Lees Than, GT=Greate~Than
~~ CHEMICAL e
& GEOLOGICAL LABORATORIES OF ALASKA, INC.
;, / ~'.~.'~ · 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343
i ,~~.~ " FEDERAL TAx ID # 92-0040440
AN~LYSf$ REPORT BY
CJ ism ' ::mpJ
AK TECHiqOLOGiCALAPPLICATiON~,
Work Order No, ; 604
CIient Account : AKTEC!i!
Date Report Pr inte{l: t. iAY 2/ ~','~/ ':~ ::,:~c .....
~PORTS ADD~ESS ~2
La,o Smp~ ID: 2 Hatrix: Water
Parameter Testeo Resul t/Units Hethod Limi [;s
AK TECH ~PPLwWATERSBANK n/a n/a
BOD5 gO
RESiDUE:(SS)NON-FiL~ERABLE ~ 20
pH 7.4 units
FECAL CoLiFO~J 4100 col/lO0 mi
A~HOXIA-X 79 m~l
KO~LD~HL-N ~
NITraTioN i2 m~/i
'i
~emarkS:
? I'ests Pe~forme~ .~ See Special InstructionsAbove
~ ~ione Detected ~ ~ee oamp e RemarKs
LABORATORIES OF ALASKA
CHEMICAL & GEOLOGICAL , INC.
Work O,,'der i~o. :
6! tent &ccount
7.4 units
4100 cot/lOg mi
79 ~g/I
0,u72 m9/l
LO
Sa f,i?. { e
rests Performed '~ See Special Instructionsabove
i4u=' acne bet ec tee o. See :}ampi e Remarks Above
got Rna i yzeo LT:Less 1'hah, Gl'=Oreater Than
CHEMICAL & GEOLOGICAL LAB OF ALASKA, INC.
~'"'L;a'o~'~ FEDERAL TAX ID # 92'0040440
oampie~.t, c~ : ~JA¥ 26 87
a~. l~;t~aNuLOuloA£aPP6!l,~d_ itlNS, iNC:.
R~POR fS AODRKS,S
!707 ~AGL~ RIVER RD
~AG£~ RiVeR, aK. 99577
Special 5-26-87, O,~, MONT60~YRN6!NR~R$
CnemiabRef ~: 6345 Lab Smpl !O: I ~latrix: }later
Alio~,~abie
Par~eter?ested Result/Units l,Jethod ~mi.s' 't,
AK TFC~ APPL~};A?~SBAN[ n/a n/a
?H 8.1 units
P~CAL UOI, iFORi4 2~2 coi/iO0 mi
A~ON~A-.N 69 mg,/[
KJ~LDAHL-N 78 m9/t
~Ii'i'RATi-N 12 mg/i
NiTRi~B-N -0.84 m9/I
i0
oamp i e
Remarks:
Tests Performed * See SpeciaI tnstructionsAbove
f,tone Detected ~ See Sample Remarks Above
i~h=NotAnaiyzed LT=kese'~han, G'£=greater?han
-- BLAIR AVE. ~_,~) ~ --Jw. HOMEBTEAD RD.
NW i358
20
North ~unicipalily Ama Reference ~ap--lB 26 ~ 28 ~